2015 Saganashkee Slough - McMahon Woods Section 506 Great Lakes Fishery & Ecosystem Restoration Study Appendix B Civil Design USACE Chicago District August 2015
TABLE OF CONTENTS INTRODUCTION... 3 General... 3 Purpose and Scope... 3 Previous Investigations... 3 PROJECT AREA... 3 General... 3 Fen Area... 4 Real Estate... 5 Utilities... 5 ATTACHMENT B-1 FINAL REVISED QUANTITIES... 6 ATTACHMENT B-2 LEVEE QUANTITY CALCULATION - INROADS... 7 ATTACHMENT B-3 PLATES... 9 B-2
INTRODUCTION General 1. The purpose of this volume is to present the civil engineering analysis for the formation of FEASIBILITY STUDY plans for the various ecosystem restoration measures that make up the Saganashkee Slough and McMahon Woods project. The project was revised and now consists of the Fen Area just north of the Cal-Sag Channel, referred to as McMahon Woods. 104 th Avenue serves as the western edge of the site, which extends north of 107 th St. Purpose and Scope 2. The purpose of this section is to: 1) describe design criteria, engineering methods and procedures that were used to layout and perform preliminary design analysis of the measures; 2) present the methods used and calculations developed for quantities 3) present the requirements for the real estate needed; 4) present criteria and requirements for utility interferences; and 5) discuss the engineering design analysis requirements for the next phase of the project. Previous Investigations 3. A Preliminary Restoration Plan (PRP)/Federal Interest Determination (FID) report by the US Army Corps of Engineers, Chicago District titled Saganashkee Slough and Fen Restoration - PRELIMINARY RESTORATION PLAN Great Lakes Fishery & Ecosystem Restoration (Section 506 WRDA 2000), was completed in August 2011. General PROJECT AREA 4. In the PRP report, several ecosystem habitat types were identified by USACE biologists for restoration. These habitats or measures cover 860 acres of Cook County Forest Preserve of which 376 acres are occupied by an open water pond. The Slough Area includes the 376 acres of open water. All acreage quantities were taken from ArcMap measurements. Tree and brush clearing quantities were developed from norms (quantities per acre) provided by the Planning Branch as were the planting and plugging quantities. Quantities for a short length of levee are discussed in paragraph 8 of this appendix. (See Attachments B-2.) The coordinate data used in this study are the North American Vertical Datum 1988 and the North American Datum 1983. The Slough portion of the project was broken off from the B-3
Fen portion for final feasibility, due to the inefficient costs of restoration. The resulting project area is approximately 415 acres. Fen Area 5. The Fen Area contains a small stream called Crooked Creek. This creek empties into the Slough pond. Crooked Creek is susceptible to frequent bank over-topping rain events that threaten to significantly erode the Hine s Emerald dragonfly habitat mentioned in the main report. Project actions at Crooked Creek and in the dragonfly habitat are discussed below. The project will also install a new 60 inch round reinforced concrete box culvert (RCP) under 107 th Street at approximately 950 feet east of 104 th avenue. This culvert conveys Crooked Creek and is estimated to be 60 feet long. 6. Most of the Fen Area is comprised of Wet Mesic Woodland which measures approximately 376 acres. Except as otherwise indicated in this appendix, the work activities within the Wet Mesic Woodland will be invasive plant eradication, tree and brush clearing, plugging and planting 7. Within the central part of the Wet Mesic Woodland exists the identified habitat for the endangered Hines Emerald Dragonfly. The project will construct a berm/levee parallel to the south bank of Crooked Creek within a saddle area. The saddle high points are at elevation 612.0 (NAVD 1988) at either end. This levee will minimize the above mentioned over-topping and protect the dragonfly habitat. 8. The 100-year flood stage is estimated by Hydraulics and Hydrology (HH) Section at elevation 610.0. Adding the typical two feet of freeboard gives a design elevation of 612.0. The estimated levee bottom is at elevation 608.0. The straight line distance between the high points is approximately 645 feet. The average levee height is 2.8 feet with 1:3 side slopes and a 10 foot crest width. The material for the levee will be obtained from excavations into the original bottom of the Slough pond. Levee fill volume was calculated with InRoads (902 cy) and by hand taking elevations and distances from ArcMap (1,020 cy). The latter quantity was used for the cut and fill balance. Additional site visits and surveys will be required for design plans and specifications. 9. Rain water run-off has also caused numerous rivulets to form. These rivulets have resulted in extensive erosion in the Hines Emerald Dragonfly habitat and will be filled with natural rounded stone. These rivulets have been surveyed and located within the project area. Sections of these rivulets that have eroded will be filled with rock and cobble, as shown on Plate 3. The exact dimensions and quantities of stone, as well as geotextile for additional erosion control, will be determined during the design phase. B-4
10. Within the mesic prarie area are patches of marsh habitat totally 30.1 acres, as shown on Plate 3. Additionally, the northern portion of the site contains areas of oak savannah habitat totally 4.5 acres. These will both be treated with plant eradication, tree and brush clearing, plugging and planting according to their habitat type. Real Estate 11. The Local Sponsor (LS) owns all portions of the project areas including staging, storage and access points. Consequently, there are zero real estate issues anticipated. Utilities 12. It is not believed that any utilities conflicts exist. However, this will need to be verified with additional field visits and research. B-5
MCMAHON WOODS ECOSYSTEM RESTORATION FEASIBILITY STUDY APPENDIX B CIVIL DESIGN ATTACHMENT B-1 FINAL QUANTITIES B-6
PROJECT TITLE: COMPUTED BY: DATE: SAGANASHKEE SLOUGH LAURA VANDEN BERG 6/1/2015 COMPUTATION TITLE: CHECKED BY: DATE: QUANTITIES ADAM BORRELLI Bid Item 0001 - Mobilization and Demobilization Cost engineer assumed that mob and demob is 2.5% of the construction cost (not including bonds). This percentage produced a very similar number to mob/demob costs found in bid abstracts for similar size/scope projects. Quantity Computations Page 1 of 6
Bid Item 0005 - Clearing and Grubbing Clearing and Grubbing: all trees over 10" in DBH will be surveyed. Trees within the geo-contouring area will be removed to facilitate grading. Trees under 10" in DBH will be removed. All other trees to be removed are under determination by the PL group. Spread and Till Wood Chips: Assume one tree will produce 0.75CY of chipped wood. Assumption is derived from past projects. The trees removed will be chipped on-site. 1" wood chips will be spread and tilled into the surrounding soil, approximately 10 AC Number of trees removed: Assume 50 trees per acre and 25% of the trees will be removed for selective tree clearing. Assume 100 trees per acre and 25% of the trees will be removed for understory clearing Clearing and Grubbing Area (AC) No of trees removed Volume of Wood Chip (CY) Selective Tree Clearing 92.70 1158.75 869.06 Understory Clearing and Grubbing 20.60 515.00 386.25 TOTAL 1255.31 Volume of wood chip = 1255.31 CY 33885.00 CF Bid Item 0006 Herbicide Treatment Herbicide Locations Areas (AC) Turf Grass 92.70 Herbaceous 2.00 Total 94.70 The areas provided above are provided by the PL group. Refer to the Physical Measures Plate in the main report for a map of the areas. Habitat Areas Wet Mesic Woodland d Oak Savannah Mesic Prarie Area, SF: Area, SF: 7260058 141688.00 8666172 Area, SF: 108463.00 506228 139249 207220.00 57725 116305.00 591886.00 Total, Acres: 377.24 Total, AC: 4.52 Total, AC: 26.76 Rivulet Fill 9 Rivulets requiring fill Average cross section: 25 SF Length to fill: 30 ft Stone Volume per rivulet: 28 CY Rivulets 9 EA Total Stone Volume: 250.00 CY Geotextile fabric: 43.33 SY Bid Item 0004AG: Berm Quantity Computations Page 2 of 6
Earthwork Quantities Report Report Created: 3/18/2014 Time: 2:33pm Cross Section Set Name: Alignment Name: levee levee Input Grid Factor: 1-Jan-00 All units in this report are in feet square feet and cubic yards unless specified otherwise. Baseline Cut Station Station Adjusted Fill Station Station Adjusted Station Shrink/ Cut Cut Station Shrink/ Fill Fill Station Swell Area Volume Cut Swell Area Volume Fill - - - - - - - Added Quantities - - - - - - - Factor Factor Adjusted Adjusted Cut Cut Fill Fill 0+00.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Station Total: 0.00 0.00 0.00 0.00 1+00.00 1.00 0.00 0.00 0.00 1.00 28.86 53.50 53.50 0.00 0.00 0.00 0.00 Station Total: 0.00 53.50 0.00 0.00 2+00.00 1.00 0.00 0.00 0.00 1.00 47.70 141.80 141.80 0.00 0.00 0.00 0.00 Station Total: 0.00 141.80 0.00 0.00 3+00.00 1.00 0.00 0.00 0.00 1.00 88.00 251.30 251.30 0.00 0.00 0.00 0.00 Station Total: 0.00 251.30 0.00 0.00 4+00.00 1.00 0.00 0.00 0.00 1.00 32.00 222.20 222.20 0.00 0.00 0.00 0.00 Station Total: 0.00 222.20 0.00 0.00 5+00.00 1.00 0.00 0.00 0.00 1.00 32.00 118.50 118.50 0.00 0.00 0.00 0.00 Station Total: 0.00 118.50 0.00 0.00 6+00.00 1.00 0.00 0.00 0.00 1.00 21.53 99.10 99.10 0.00 0.00 0.00 0.00 Station Total: 0.00 99.10 0.00 0.00 6+40.57 1.00 0.00 0.00 0.00 1.00 0.47 16.50 16.50 0.00 0.00 0.00 0.00 Station Total: 0.00 16.50 0.00 0.00 Grand Total: 0.00 902.90 902.90 0.00 0.00 0.00 0.00 Bid Item 0008 Earthwork Quantity Computations Page 3 of 6
MCMAHON WOODS ECOSYSTEM RESTORATION FEASIBILITY STUDY APPENDIX B CIVIL DESIGN ATTACHMENT B-2 LEVEE QUANTITY CALCULATION - INROADS B-7
Cross Section Set Name: levee Alignment Name: levee Input Grid Factor: 1.000000 Earthwork Quantities Report Report Created: 3/18/2014 Time: 2:33pm All units in this report are in feet, square feet and cubic yards unless specified otherwise. Cut Shrink/ Swell Factor Station Cut Area Station Cut Volume Adjusted Station Cut Fill Shrink/ Swell Factor Station Fill Area Station Fill Volume Adjusted Station Fill ----- - - Added Quantities - - - - - - - Baseline Station Cut Adjusted Cut Fill Adjusted Fill Mass Ordinate 0+00.00 1.00 0.00 0.0 0.0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 Station Total: 0.0 0.0 0.0 0.0 0.0 1+00.00 1.00 0.00 0.0 0.0 1.00 28.86 53.5 53.5 0.0 0.0 0.0 0.0 Station Total: 0.0 53.5 0.0 0.0-53.5 2+00.00 1.00 0.00 0.0 0.0 1.00 47.70 141.8 141.8 0.0 0.0 0.0 0.0 Station Total: 0.0 141.8 0.0 0.0-195.2 3+00.00 1.00 0.00 0.0 0.0 1.00 88.00 251.3 251.3 0.0 0.0 0.0 0.0 Station Total: 0.0 251.3 0.0 0.0-446.5 4+00.00 1.00 0.00 0.0 0.0 1.00 32.00 222.2 222.2 0.0 0.0 0.0 0.0 Station Total: 0.0 222.2 0.0 0.0-668.7 5+00.00 1.00 0.00 0.0 0.0 1.00 32.00 118.5 118.5 0.0 0.0 0.0 0.0 Station Total: 0.0 118.5 0.0 0.0-787.3 6+00.00 1.00 0.00 0.0 0.0 1.00 21.53 99.1 99.1 0.0 0.0 0.0 0.0 Station Total: 0.0 99.1 0.0 0.0-886.4 6+40.57 1.00 0.00 0.0 0.0 1.00 0.47 16.5 16.5 0.0 0.0 0.0 0.0 Station Total: 0.0 16.5 0.0 0.0-902.9 Grand Total: 0.0 902.9 902.9 0.0 0.0 0.0 0.0 B-8
MACMAHON WOODS ECOSYSTEM RESTORATION FEASIBILITY STUDY APPENDIX B CIVIL DESIGN ATTACHMENT B-3 PLATES Plate 1 Plate 2 Plate 3 Plate 4 Plate 5 Real Estate Map Plate Key Map Restoration Measures Saddle Area Levee Plan View Levee Cross Sections B-9
96TH AVE McMahon Woods Real Estate Map U.S. Army Corps of Engineers Chicago District # 2 2316101001 TEMP EASMNT 0.09 AC # 1 2316200001 # 8 2317202001 TEMP EASMNT # 6 0.12 AC 2317203001 # 7 2316102001 CULVERT 0.05 AC # 17 2317204001 # 13 2317205001 # 14 107th ST 2317205002 # 22 2317400001 # 18 # 30 2316300001 # 27 # 20 2316300002 2316301001 2317401003 TEMP EASMNT # 32 0.12 AC 2316300003 # 21 # 16 # 15 2317400006 2316400001 2316401001 # 33 2317400008 # 36 # 35 2316304002 2316304004 # 4 # 5 # 19 # 3 2316302001 # 37 2317300003 2317402003 2316302002 2316304001 # 39 # 38 2317400007 2316304006 # 40 2316303001 # 42 # 43 2321200001 # 41 2321100005 2321200002 UMET SAG RD # 44 2321200006 # 45 2321200007 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community. Real Estate Map For Official Use Only 1 inch = 742 feet East 0 187.5 375 750 1,125 1,500 Feet Chicago District, U.S. Army Corps of Engineers CALUMET SAG RD Legend Real Estate MWRD ROW (7.6 AC) G:\ Projects _LRC\Saganashkee_Slough_506\MXD\McMahon Woods _RE Map. mxd H6TS9LCV Culvert (0.05 AC) Fee (410 AC) Temporary Easement (0.33 AC) Parcels June, 2015